HomeMy WebLinkAboutLA160905 - 18935 Iden Way Approved Plans7 : 127 : 127 : 127 : 127 : 127 : 12
3 '-6 "
7 : 127 : 127 : 127 : 127 : 127 : 12
7 : 127 : 127 : 127 : 127 : 127 : 12
DASHED LINES
REPRESENT PATIO
WALKOUT OPTION
8 '-1 1 /8 "
1 '-6 3 /4 "
9 '
1 5 '-7 1 /4 "
DASHED LINES REPRESENT LO/WO OPTION
NO WINDOW FOR
FULL BASEMENT
OPTION
7 : 127 : 127 : 127 : 127 : 127 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
7
12
7
12
DASHED LINES REPRESENT LO/WO OPTION
WINDOW FOR
FB ONLY
STEP GRADE PER SITE CONDITIONS
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 128 : 12
DASHED LINES REPRESENT LO/WO OPTION
STEP GRADE PER SITE CONDITIONS
8 : 12
8 : 12
8 : 12
8 : 12
8 : 128 : 12
T h e s e p l a n s a r e p r o p e r t y o f
L o o m i s H o m e s L L C a n d m a y
n o t b e r e p r o d u c e d o r u s e d
w i t h o u t w r i t t e n c o n s e n t .
SHEET:
DATE:
A-1
THE Waterford Overview:
-Rambler Single-Family Home
-1830 Finished Square Feet
-1539 Unfinished Square Feet
-3 Bedrooms 2 Full Bath
-Three Stall Garage
1 8 9 3 5 I d e n W a y
L a k e v i l l e ,M N
L o t 6 B l o c k 7 C h o k e c h e r r y H i l l 2 n d
4/27/2018
ELEVATION A
9' 1 1/8" PLATE HEIGHT
9' 1 1/8" PLATE HEIGHT
9' 1 1/8"
9' 1 1/8" PLATE HEIGHT
Secure door closed until deck is
constructed with a separate permit.
Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
05/07/2018dmathews
CONCRETE EGRESS PITS FOR FULL BASEMENT OPTION SELECTED
S
S
S
S
6 0 "x 2 1 "
6 0 "x 2 1 "
5036RS 5036RS
5 0 3 6 R S
5 0 3 6 R S
2 6 6 8
2 8 6 8
2668 2468
2668
2 6 6 8
2 8 6 8
UP
FD
SUMP
16'1 1/2" M.O
8'1 1/2" M.O
S1
S-1
S1
S-1
S e c t i o n 1
S2
S-1
S2
S-1Section 2
50'-11"
2 3 '-5 "
6 '-1 1 "
5 "
2 0 '-1 0 "
2 '
5 3 '-7 "
6 '-5 "
40'-5"7'-5"
47'-10"
3'-1"
4 3 '-1 "
8 '-5 "
5 1 '-6 "
5 3 '-7 "
8 '-6 "
3'-6"
23'-5 3/4"17'-6 1/4"7'
1 9 '-1 "
8'19'-4"13'-8"
7 '-1 0 "
4'-4"
7 '-6 "
2 2 '-1 1 1 /2 "
17'-7"
26'-1" X 6'-8"
12'-11" X 4'-0"
46'-6" X 18'-3"
5'-9" X 11'-6"
14'-6" X 13'-11"
WINDOW
LOCATION
FOR FB
ONLY
FUTURE BEDROOM #4
BATH
CLOSET
FUTURE FAMILY
UTILITY
3'x3' PAD
EGRESS PIT
5036RS 5036RS 5036RS
FD
SUMP
5'-10 1/2"17'-0 1/2"17'-7"7'-6"
48'
STEP FOUNDATION PER GRADE
6068 5036RS 5036RS
FD
SUMP
6'-5"16'-6"17'-7"7'-6"
48'
T h e s e p l a n s a r e p r o p e r t y o f
L o o m i s H o m e s L L C a n d m a y
n o t b e r e p r o d u c e d o r u s e d
w i t h o u t w r i t t e n c o n s e n t .
FOUNDATION PLAN
FOUNDATION LOOKOUT OPTION
SHEET:
1/4"=1'-0"
FOUNDATION WALKOUT OPTION
DATE:
FOUNDATION PLAN
A-2
FOOTING NOTES:
1: ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL.
2: CONCRETE STRENGTH 5,000 PSI.
3: PERIMETER FOOTING (20"x8")
4: LOAD BEARING FOOTING (16"x8")
5: DRAIN TILE PLACED ON INSIDE & OUTSIDE OF FOOTING.
1 8 9 3 5 I d e n W a y
L a k e v i l l e ,M N
L o t 6 B l o c k 7 C h o k e c h e r r y H i l l 2 n d
FULL BASEMENT
4/27/2018
(3) 20" LVL #15
(3) 2x8 #14 (2) 2x10 #12 (2) 2x10 #11
Headers (2) 2x6 Unless Noted Otherwise
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
466
Wall bracing required on lookout wall, 1.15
times the required bracing for wall above.
TRUSS DETAILS
1.ALL TRUSSES SHALL CARRY MANUFACTURES STAMP.
2.ALL TRUSSES SHALL BE INSTALLED AND BRACED TO MANUFACTURES
SPECIFICATIONS.
3.ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING
DEPT. APPROVAL IF ENGINEERING CALCULATIONS.
4.ALL TRUSSES SHALL HAVE DESIGN AND DRAWINGS ON SITE FOR
FRAMING INSPECTION.
5.ALL ROOF FRAMING 24" O.C
6: OVERHANGS 18"
STAIRWAY NOTES
Every Stairway Shall have Headroom Clearance of Not Less Than 6' 8".
Stair MAX Rise 7 3/4" & MIN Run of 10".
Handgrip On Handrails SHALL Not be less than 1 1/4" or More Than 2".
Guard Rail Height of 36" MIN & Less Than 4" Opening on Spindles and
Stair Risers. Handrails Shall be at 34"-38" Above the nose of the tread
and shall be continuous the full length of the stairs with each end
returned to the wall.
Interior stairways shall be provided with a light source at each landing.
DN
S B 6 0 2 1
SB48
B33
SB36DW
B33
B 1 8 L
B24LB3D30R S B 6 0 2 1
SB48
B33
SB36
B33
B 1 8 L
B24LB3D30R
E l o n g a t e d T o i l e t
S h o w e r p a n R e c t (m e d i u m ) [4 8 ]
R E F .
T o p -M o u n t R e f r i g e r a t o r
Electric Range
Dryer Washer
3
6
"
O
p
e
n
F
r
o
n
t
[
3
6
W
]
Single Basin Laundry SinkW3012
W 3 7 1 2 2 4
W 1 8 3 0 R
W 3 0 3 0
W3330W3330
2668
4468MU
5040RS
5 0 4 0 R S
2868
8070
16070
2020FX
6068 6044TC 5040RS
5 0 6 8
2 4 6 8
2 6 6 8
4 0 6 8
2668
3 0 6 8 S R O
2868 2668
2 8 6 8
1668
2468
2 4 6 8
2
468
42" Half Wall
Wood Cap
CARPET CARPET
CARPET
CARPET
CARPET
Vinyl
Vinyl
Vinyl
4'-7 1/2"7'-2"
2'-4 1/2"
7'-0 1/8"
11'-0 1/4"
1 0 '-1 "
3 '-8 "4 '
7 '
3'
3 '-2 1 /2 "
3'-9 3/4"
3 '-1 1 /4 "
5'5'10'10'
10'20'7'-7 1/2"1'-7"11'-9 1/2"
51'
6'-5"16'-6"10'-6"7'-1"7'-6"
33'-5"14'-7"
48'
3'
1 4 '-9 3 /4 "
8 '-8 1 /4 "
6 '-1 1 "
2 1 '-3 "
2 '
5 3 '-8 "
5 '-4 "
5 '-0 1 /2 "
2 '
1 0 '-6 "
5 '-4 1 /2 "
1 0 '-4 1 /2 "
4 '-3 1 /2 "
2 1 '-1 1 /2 "
5 3 '-8 "
6 '-6 "
6'-8"
6'-2 1/2"
12'-4"
1 0 '-6 1 /2 "
9'8'-0 1/2"9'-3 7/8"
26'-4 3/8"
7'
1 9 '-1 "
8'-1 1/2"
4 '-0 1 /2 "
195 sq ft
663 SQ FT
62 sq ft
175 SQ FT
121 sq ft
429 sq ft
59 SQ FT
218 sq ft
144 sq ft
55 sq ft
135 sq ft
79 sq ft
73 sq ft70 sq ft
GARAGE
Bedroom #3
Bath
PORCH
Master Bdrm
Master Closet
Master Bath
Laundry
Mud Room
Bedroom #2
Dining Great Room
Kitchen
Optional Lockers
Optional Fireplace
ENTRY
42" 1/2 wall
END PANEL
(3)CORBEL FOR GRANITE OPTION
(2) 2X10 HDR
UNDER WALL
TIE 1/2 WALL INTO FLOOR TRUSSES
T h e s e p l a n s a r e p r o p e r t y o f
L o o m i s H o m e s L L C a n d m a y
n o t b e r e p r o d u c e d o r u s e d
w i t h o u t w r i t t e n c o n s e n t .
CONSTRUCTION NOTES:
2x6 EXTERIOR FRAMING SPACED AT 16" O.C.
2x6 GARAGE FRAMING SPACED AT 16" O.C.
2x4 INTERIOR FRAMING SPACED AT 16" O.C.
EXTERIOR WALL SHEATHING 1/2" OSB SHEATHING
SUBFLOOR: 3/4" OSB EXTERIOR GRADE.
ROOF SHEATHING: 15/32" OSB EXTERIOR GRADE.
EXTERIOR MOISTURE PROTECTIVE BARRIER:
STANDARD BUILDING WRAP
MAINTENANCE FREE VINYL SIDING .044 THICKNESS.
INSULATION NOTES:
INSULATE ALL ACCESS DOORS/HATCHES TO ATTIC
INSULATION SPECIFICATION:
ATTIC R-49 FIBERGLASS BLOW-IN
WALLS R-21 FIBERGLASS BATT'S
FOUNDATION INSULATE ON EXTERIOR 2 3/8" ENERGY BOARD
VENTILATION NOTES:
ATTIC VENTILATION: AREA 1217 SQ FT.
ATTIC VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPACE.
VENTILATION SHALL BE PROTECTED FROM SNOW AND RAIN.
PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION BAFFLES TYPE AT ALL TRUSS BAYS.
PROVIDE ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED AREA
BLOW IN INSULATION R-49
INSULATE ALL ACCESS DOORS/HATCHES TO ATTIC
ASPHALT ROOF WITH #15 TAR PAPER UNDERLAYMENT
SHEET:
DATE:
A-3
1/4"=1'
1ST Floor
1 8 9 3 5 I d e n W a y
L a k e v i l l e ,M N
L o t 6 B l o c k 7 C h o k e c h e r r y H i l l 2 n d
4/27/2018
60"X96" PATIO
60X60 MU
72X60 MU
2-8
CS-WSP BRACED WALL METHOD
13'11" REQUIRED
6' CS-WSP
4' CS-WSP
6' CS-WSP
CS-WSP BRACED WALL METHOD
12.8' REQUIRED
CS-WSP BRACED WALL METHOD
12.8' REQUIRED
6' CS-WSP
6' CS-WSP
4' CS-WSP
5' CS-WSP
5' CS-WSP
5' CS-WSP
PFH PFH
-Min. 15" clearance to anyobstruction from center of
W.C., 24" in front(typ).
20
'
-
0
"
Max space
between
braced wall
panels
4 4
Entire front elevation needs wall bracing. Adding two 4' panels to front of bedroom #2
plus the 2 portal frames with hold-downs at the garage door equals 16' of panels.
(2) 9-1/2" LSL #3 (3) 2x10 #2 (2) 2x10 #1
(2) 2x10 #6
(3) 2x10 #5 (2) 2x8 #7 (2) 11-7/8" LVL #8
(2) 2x10 #9
7 1/4" RISE
10" TREAD
SOLID WOOD CAP RAILING WALL
42" HEIGHT
MIN. 6'-8" HEADROOM
18" Floor Truss 19.2" OC.18" Floor Truss 19.2" OC.
4 MIL POLY VAPOR BARRIER
APPLIED ON WARM IN WINTER SIDE
OF THERMAL INSULATION AT ABOVE GRADE
FRAMED WALLS FLOORS AND CEILINGS.
18" Floor Truss 19.2" OC.
SEAL BEHIND POLY
1/2" GYPSUM SAG RESISTANT
W/ VAPOR BARRIER
1/2" SHEATHING
1/2" GYPSUM
2x6 STUDS AT 16" OC
#15 TAR PAPER
ASPHALT SHINGLES
SOFFIT
FASCIA
INSULATION CHUTE
FINISH SIDING
15/32" SHEATHING
R21 INSULATION
MANUFACTURED TRUSSES 24" OC.
INSTALLED PER MFG SPEC'S
R49 INSULATION
VENT 1/300TH OF ROOF AREA 50% TO 80%
NEAR RIDGE REMAINDER IN SOFFIT PER IRC R806
POLYSTYRENE VENTILATION CHUTES
NOTE:
PROVIDE RECEPTACLE FOR FUTURE RADON FAN,
VENT PIPE SHALL BE INSTALLED WITH A MINIMUM 24"
CLEARANCE AND 36" VERTICAL CLEARANCE TO ALLOW
FOR FUTURE INSTALLATION OF RADON FAN (ACTIVE SYSTEM)
RIGID WINDWASH BARRIER MUST BE INSTALLED
EXTENDING TO WITHIN 1" FROM BOTTOM OF
ROOF SHEATHING BETWEEN ALL TRUSS SPACES
MIN 6" ENERGY HEEL
ROOF ASSEMBLY MAY REQUIRE
RAFTER/TRUSS TIE DOWNS
ICE AND WATER REQ.
FROM THE EAVES TO A LINE 24"
INSIDE THE EXTERIOR WALL LINE
INTERIOR INSULATION UNLESS
BLOWER DOOR TEST @ 2.6 AIR CHANGES
SEALANT BY CARPENTER
PRIOR TO SHEATHING
WATCH DOG H3 WATER PROOF
3/4" SUBFLOOR 3" MIN POLYURETHANE
FOAM AT RIM JOIST
2 3/8" ENERGY BOARD
3 1/2" CONC.
SEAL ALL JOINTS
@ SUMP AND OPENINGS
6 MIL POLY VAPOR BARRIER
LAPPED SEAMS 12" BETWEEN
4" CLEAN AGGREGATE
CAST-IN-PLACE ANCHOR BOLT
8" POURED CONC.WALL
20 X 8 CONCRETE FOOTING
5,000 PSI
CONTINUOUS
DRAIN TILE INTO
SUMP PUMP.
TREATED SILL PLATE
W/ SILL SEAL
SEAL BEHIND POLY
FINISH GRADE WILL VARY
SEAL BEHIND POLY
ABOVE GRADE PROTECTION
OF ENERGY BOARD
EXTENDING 6" BELOW GRADE
SEAL JOINT BETWEEN FOUNDATION
WALL AND SLAB WITH APPROVED SEALANT
4 MIL POLY VAPOR BARRIER
APPLIED ON WARM IN WINTER SIDE
OF THERMAL INSULATION AT ABOVE GRADE
FRAMED WALLS FLOORS AND CEILINGS.
PASSIVE RADON VENT
LABEL ON EACH FLR
"RADON REDUCTION SYSTEM"
PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED
PER MINNESOTA RESIDENTIAL ENERGY CODE
1322.2100 TERMINATE 12" ABOVE ROOF
P
A
S
S
I
V
E
R
A
D
O
N
V
E
N
T
10' SECTION OF
PERFORATED PIPE
CONNECTED TO EACH
SIDE OF A "T" FITTING
IN AGGREGATE
P
A
S
S
I
V
E
R
A
D
O
N
V
E
N
T
PASSIVE SUB-SLAB
DEPRESSURIZATION SYSTEM
REQUIRED PER MINNESOTA
RESIDENTIAL ENERGY CODE
1322.2100 TERMINATE 12"
ABOVE ROOF
DN
7 : 1 2
7 : 1 2
8 : 12
8 : 12
8 : 12
8 : 12
T h e s e p l a n s a r e p r o p e r t y o f
L o o m i s H o m e s L L C a n d m a y
n o t b e r e p r o d u c e d o r u s e d
w i t h o u t w r i t t e n c o n s e n t .
SHEET:
ROOF PLAN
3/8"=1'-0"
3/8"=1'-0"
DATE:
S2
S-1
S1
1/4"=1'-0"
1 8 9 3 5 I d e n W a y
L a k e v i l l e ,M N
L o t 6 B l o c k 7 C h o k e c h e r r y H i l l 2 n d
4/27/2018
R-4 on pipe in attic
ELECTRICAL NOTES:
1.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. AS PER NATIONAL
ELECTRICAL CODE REQUIREMENTS.
2.PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT
SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS SO THAT, WHEN ANY ONE IS
TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS.
3.CO2 DETECTOR IS REQUIRED PER STATE STATUTE 299F.50
4.LIGHT BULBS MUST BE AT LEAST 75% CFL THROUGH OUT THE HOUSE.
DN
DW
R E F .
C
C
GFCI
GFCI
WP
WP
EP
RR
R R
RR
R R
T
WP
WP
S
S
S
S
UP
T h e s e p l a n s a r e p r o p e r t y o f
L o o m i s H o m e s L L C a n d m a y
n o t b e r e p r o d u c e d o r u s e d
w i t h o u t w r i t t e n c o n s e n t .
SHEET:
DATE:
1ST Floor ElectricalLower Level Electrical
1 8 9 3 5 I d e n W a y
L a k e v i l l e ,M N
L o t 6 B l o c k 7 C h o k e c h e r r y H i l l 2 n d
4/27/2018
Smoke
Smoke
Smoke
Smoke
CO
Smoke
CO
Smoke
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #1 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 818 1684 0 0
2 0 818 1684 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2988 ft-lb 2'9"3946 ft-lb 0.757 (76%)D+S L
2988 ft-lb 2'9"3946 ft-lb 0.757 (76%)D+S L
Shear 1630 lb 11 1/2"2872 lb 0.568 (57%)D+S L
LL Defl inch 0.034 (L/1792)2'9"0.256 (L/240)0.130 (13%)S L
TL Defl inch 0.051 (L/1206)2'9"0.342 (L/180)0.150 (15%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"65%818 / 1684 2503 L D+S
2 -SPF
End
Grain
3.000"65%818 / 1684 2503 L D+S
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 17-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 1 of 34
1
1
/
2
"
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #1 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 2 of 34
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
1 2
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #2 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1199 2468 0 0
2 0 1049 2161 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 4771 ft-lb 3'1 15/16"6807 ft-lb 0.701 (70%)D+S L
4771 ft-lb 3'1 15/16"6807 ft-lb 0.701 (70%)D+S L
Shear 2446 lb 11 1/2"4308 lb 0.568 (57%)D+S L
LL Defl inch 0.053 (L/1400)3'2 3/4"0.306 (L/240)0.170 (17%)S L
TL Defl inch 0.078 (L/942)3'2 3/4"0.408 (L/180)0.190 (19%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"64%1199 / 2468 3667 L D+S
2 -SPF
End
Grain
3.000"56%1049 / 2161 3210 L D+S
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Part. Uniform 0-0-0 to 2-0-0 24-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
2 Part. Uniform 2-0-0 to 6-6-0 18-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 3 of 34
1
1
/
2
"
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #2 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 4 of 34
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #3 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart Design Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1582 3185 0 0
2 0 1582 3185 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 6878 ft-lb 3'3"12245 ft-lb 0.562 (56%)D+S L
Shear 3330 lb 11 3/4"10452 lb 0.319 (32%)D+S L
LL Defl inch 0.101 (L/731)3'3"0.306 (L/240)0.330 (33%)S L
TL Defl inch 0.151 (L/488)3'3"0.408 (L/180)0.370 (37%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"52%1582 / 3185 4767 L D+S
2 -SPF
End
Grain
3.000"52%1582 / 3185 4767 L D+S
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.050", Long Term = 0.075"
3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously braced.
8 Bottom braced at bearings.
9 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 28-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Self Weight 11 PLF
This design is valid until6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 5 of 34
1
1
/
2
"
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #3 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart Design Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 197.8 PLF
Yield Limit per Fastener 98.9 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 6 of 34
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
1
2
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #4 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 360 289 0 0
2 0 360 289 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 775 ft-lb 2'9"1649 ft-lb 0.470 (47%)D+S L
775 ft-lb 2'9"1649 ft-lb 0.470 (47%)D+S L
Shear 497 lb 7 3/4"1708 lb 0.291 (29%)D+S L
LL Defl inch 0.028 (L/2197)2'9"0.171 (L/360)0.160 (16%)S L
TL Defl inch 0.063 (L/978)2'9"0.256 (L/240)0.250 (25%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"17%360 / 289 649 L D+S
2 -SPF
End
Grain
3.000"17%360 / 289 649 L D+S
Design Notes
1 Fasten all plies using 1 row of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
2 Uniform Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 7 of 34
1
1
/
2
"
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #4 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 8 of 34
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #5 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1309 2695 0 0
2 0 1309 2695 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 4780 ft-lb 2'9"6807 ft-lb 0.702 (70%)D+S L
4780 ft-lb 2'9"6807 ft-lb 0.702 (70%)D+S L
Shear 2609 lb 4'6 1/2"4308 lb 0.606 (61%)D+S L
LL Defl inch 0.037 (L/1680)2'9"0.256 (L/240)0.140 (14%)S L
TL Defl inch 0.054 (L/1131)2'9"0.342 (L/180)0.160 (16%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"70%1309 / 2695 4004 L D+S
2 -SPF
End
Grain
3.000"70%1309 / 2695 4004 L D+S
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 28-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 9 of 34
1
1
/
2
"
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #5 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 10 of 34
5'
5'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1148 2363 0 0
2 0 1148 2363 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 3754 ft-lb 2'6"3946 ft-lb 0.951 (95%)D+S L
3754 ft-lb 2'6"3946 ft-lb 0.951 (95%)D+S L
Shear 2165 lb 11 1/2"2872 lb 0.754 (75%)D+S L
LL Defl inch 0.035 (L/1580)2'6"0.231 (L/240)0.150 (15%)S L
TL Defl inch 0.052 (L/1064)2'6"0.308 (L/180)0.170 (17%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"92%1148 / 2363 3510 L D+S
2 -SPF
End
Grain
3.000"92%1148 / 2363 3510 L D+S
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 27-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 11 of 34
1
1
/
2
"
5'
5'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 12 of 34
7'9"
7'9"
1 SPF End Grain 2 SPF End Grain
3"
7 1/4"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #7 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 412 848 0 0
2 0 412 848 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2210 ft-lb 3'10 1/2"2645 ft-lb 0.836 (84%)D+S L
2210 ft-lb 3'10 1/2"2607 ft-lb 0.847 (85%)D+S L
Shear 1002 lb 9 1/2"2251 lb 0.445 (45%)D+S L
LL Defl inch 0.109 (L/811)3'10 9/16"0.246 (L/360)0.440 (44%)S L
TL Defl inch 0.162 (L/546)3'10 9/16"0.369 (L/240)0.440 (44%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"33%412 / 848 1259 L D+S
2 -SPF
End
Grain
3.000"33%412 / 848 1259 L D+S
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be laterally braced at a maximum of 2' o.c.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 6-3-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 13 of 34
1
1
/
2
"
7'9"
7'9"
1 SPF End Grain 2 SPF End Grain
3"
7 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #7 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 14 of 34
20'6"
20'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
11 7/8"
1
2
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #8 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED
LP SolidStart Design Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1875 1076 0 0
2 0 1875 1076 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 14575 ft-lb 10'3"22888 ft-lb 0.637 (64%)D+S L
Shear 2612 lb 1'2 1/8"9081 lb 0.288 (29%)D+S L
LL Defl inch 0.411 (L/587)10'3 1/16"1.006 (L/240)0.410 (41%)S L
TL Defl inch 1.128 (L/214)10'3 1/16"1.342 (L/180)0.840 (84%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"37%1875 / 1076 2951 L D+S
2 -SPF
End
Grain
3.000"37%1875 / 1076 2951 L D+S
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.717", Long Term = 1.075"
3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously braced.
8 Bottom braced at bearings.
9 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
2 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Self Weight 12 PLF
This design is valid until6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 15 of 34
1
1
/
2
"
20'6"
20'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
11 7/8"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #8 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED
LP SolidStart Design Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 181.1 PLF
Yield Limit per Fastener 90.5 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 16 of 34
8'6"
8'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
2
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #9 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 727 446 0 0
2 0 727 446 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2278 ft-lb 4'3"3946 ft-lb 0.577 (58%)D+S L
2278 ft-lb 4'3"3946 ft-lb 0.577 (58%)D+S L
Shear 909 lb 7'6 1/2"2872 lb 0.316 (32%)D+S L
LL Defl inch 0.037 (L/2623)4'3 1/16"0.406 (L/240)0.090 (9%)S L
TL Defl inch 0.098 (L/998)4'3 1/16"0.542 (L/180)0.180 (18%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"31%727 / 446 1173 L D+S
2 -SPF
End
Grain
3.000"31%727 / 446 1173 L D+S
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
2 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 17 of 34
1
1
/
2
"
8'6"
8'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #9 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 18 of 34
3'3"
3'3"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #10 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 456 938 0 0
2 0 456 938 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1047 ft-lb 1'7 1/2"1649 ft-lb 0.635 (64%)D+S L
1047 ft-lb 1'7 1/2"1649 ft-lb 0.635 (64%)D+S L
Shear 947 lb 6 1/4"1708 lb 0.555 (55%)D+S L
LL Defl inch 0.021 (L/1762)1'7 1/2"0.104 (L/360)0.200 (20%)S L
TL Defl inch 0.032 (L/1186)1'7 1/2"0.156 (L/240)0.200 (20%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"73%456 / 938 1394 L D+S
2 -SPF
End
Grain
1.500"73%456 / 938 1394 L D+S
Design Notes
1 Fasten all plies using 1 row of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 16-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 19 of 34
1
1
/
2
"
3'3"
3'3"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: Main LevelBeam #10 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 20 of 34
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
2
3 4
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #11 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1320 1561 1684 0 0
2 1320 1561 1684 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2462 ft-lb 2'9"3431 ft-lb 0.718 (72%)D+L L
2462 ft-lb 2'9"3431 ft-lb 0.718 (72%)D+L L
Shear 1344 lb 11 1/2"2498 lb 0.538 (54%)D+L L
LL Defl inch 0.027 (L/2286)2'9"0.171 (L/360)0.160 (16%)L L
TL Defl inch 0.042 (L/1463)2'9"0.256 (L/240)0.160 (16%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"100%1561 / 2253 3814 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"100%1561 / 2253 3814 L D+0.75(L+S)
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 12-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Point 0-0-0 Top 818 lb 0 lb 1684 lb 0 lb 0 lb Beam #1 Brg 1
4 Point 5-6-0 Top 818 lb 0 lb 1684 lb 0 lb 0 lb Beam #1 Brg 2
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 21 of 34
1
1
/
2
"
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #11 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 22 of 34
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
2
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #12 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1320 743 0 0 0
2 1320 743 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2462 ft-lb 2'9"3431 ft-lb 0.718 (72%)D+L L
2462 ft-lb 2'9"3431 ft-lb 0.718 (72%)D+L L
Shear 1344 lb 11 1/2"2498 lb 0.538 (54%)D+L L
LL Defl inch 0.027 (L/2286)2'9"0.171 (L/360)0.160 (16%)L L
TL Defl inch 0.042 (L/1463)2'9"0.256 (L/240)0.160 (16%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"54%743 / 1320 2063 L D+L
2 -SPF
End
Grain
3.000"54%743 / 1320 2063 L D+L
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 12-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 23 of 34
1
1
/
2
"
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #12 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 24 of 34
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #13 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart Design Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1495 2469 3185 0 0
2 1495 888 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 3438 ft-lb 3'3"10648 ft-lb 0.323 (32%)D+L L
Shear 1665 lb 5'6 1/4"9088 lb 0.183 (18%)D+L L
LL Defl inch 0.047 (L/1556)3'3"0.204 (L/360)0.230 (23%)L L
TL Defl inch 0.075 (L/977)3'3"0.306 (L/240)0.250 (25%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"65%2469 / 3510 5979 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"26%888 / 1495 2383 L D+L
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.028", Long Term = 0.042"
3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously braced.
8 Bottom braced at bearings.
9 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 11-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Point 0-0-0 Top 1582 lb 0 lb 3185 lb 0 lb 0 lb Beam #3 Brg 1
Bearing Length 0-3-0
Self Weight 11 PLF
This design is valid until6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 25 of 34
1
1
/
2
"
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #13 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED
LP SolidStart Design Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 197.8 PLF
Yield Limit per Fastener 98.9 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 26 of 34
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
7 1/4
1
2
3
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #14 S-P-F #2 2.000" X 8.000" 3-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1265 2303 3185 0 0
2 1265 722 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2372 ft-lb 2'9"3967 ft-lb 0.598 (60%)D+L L
2372 ft-lb 2'9"3967 ft-lb 0.598 (60%)D+L L
Shear 1415 lb 4'8 1/2"2936 lb 0.482 (48%)D+L L
LL Defl inch 0.036 (L/1723)2'9"0.171 (L/360)0.210 (21%)L L
TL Defl inch 0.056 (L/1097)2'9"0.256 (L/240)0.220 (22%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"98%2303 / 3338 5641 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"35%722 / 1265 1987 L D+L
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 11-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Point 0-0-0 Top 1582 lb 0 lb 3185 lb 0 lb 0 lb Beam #3 Brg 1
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 27 of 34
1
1
/
2
"
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
7 1/4
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #14 S-P-F #2 2.000" X 8.000" 3-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 28 of 34
21'1"
21'1"
1 SPF End Grain 2 SPF End Grain
5 1/4"
1'8"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #15 LP-LVL 2900Fb-2.0E 1.750" X 20.000" 3-Ply -PASSED
LP SolidStart Design Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 8698 3576 0 0 0
2 8836 3633 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 61025 ft-lb 10'5 1/2"81776 ft-lb 0.746 (75%)D+L L
Shear 10012 lb 18'11 7/8"19950 lb 0.502 (50%)D+L L
LL Defl inch 0.510 (L/480)10'5 9/16"0.680 (L/360)0.750 (75%)L L
TL Defl inch 0.720 (L/340)10'5 9/16"1.020 (L/240)0.710 (71%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
4.000"78%3576 / 8698 12274 L D+L
2 -SPF
End
Grain
6.000"53%3633 / 8836 12469 L D+L
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.210", Long Term = 0.315"
3 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be laterally braced at a maximum of 2' o.c.
8 Bottom braced at bearings.
9 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 20-9-8 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Self Weight 30 PLF
This design is valid until6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 29 of 34
1
1
/
2
"
21'1"
21'1"
1 SPF End Grain 2 SPF End Grain
5 1/4"
1'8"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #15 LP-LVL 2900Fb-2.0E 1.750" X 20.000" 3-Ply -PASSED
LP SolidStart Design Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 271.6 PLF
Yield Limit per Fastener 90.5 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 30 of 34
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
1
2
3
4
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #16 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 110 649 289 0 0
2 110 649 289 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1132 ft-lb 2'9"1649 ft-lb 0.686 (69%)D+0.75(L+S)L
1132 ft-lb 2'9"1649 ft-lb 0.686 (69%)D+0.75(L+S)L
Shear 725 lb 7 3/4"1708 lb 0.425 (42%)D+0.75(L+S)L
LL Defl inch 0.029 (L/2122)2'9"0.171 (L/360)0.170 (17%)0.75(L+S)L
TL Defl inch 0.092 (L/669)2'9"0.256 (L/240)0.360 (36%)D+0.75(L+S)L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"25%649 / 299 948 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"25%649 / 299 948 L D+0.75(L+S)
Design Notes
1 Fasten all plies using 1 row of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
4 Uniform Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 31 of 34
1
1
/
2
"
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #16 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 32 of 34
2'9"
2'9"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #17 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1178 442 0 0 0
2 1178 442 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1015 ft-lb 1'4 1/2"1434 ft-lb 0.708 (71%)D+L L
1015 ft-lb 1'4 1/2"1434 ft-lb 0.708 (71%)D+L L
Shear 1006 lb 6 1/4"1485 lb 0.678 (68%)D+L L
LL Defl inch 0.016 (L/2004)1'4 1/2"0.088 (L/360)0.180 (18%)L L
TL Defl inch 0.022 (L/1457)1'4 1/2"0.131 (L/240)0.160 (16%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"85%442 / 1178 1620 L D+L
2 -SPF
End
Grain
1.500"85%442 / 1178 1620 L D+L
Design Notes
1 Fasten all plies using 1 row of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 21-5-1 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 33 of 34
1
1
/
2
"
2'9"
2'9"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:18935 Iden Way
Lakeville, MN
Date:5/3/2018
Designer:Justin Spreitzer
Job Name:18935 Iden Way
Project #:The Waterford-Elevation A
Level: BasementBeam #17 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.0.03 (Build 18.11.048) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 34 of 34